As per IS 1893:2002 (Part 1), what is the value of the response reduction factor for ductile structures?
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The value of the response reduction factor, or Rd, for ductile structures as per IS 1893:2002 (Part 1) is 5. This factor reflects the ability of ductile structures to absorb energy during an earthquake, thereby reducing the overall seismic response of the building. This value is used in the design oRead more
The value of the response reduction factor, or Rd, for ductile structures as per IS 1893:2002 (Part 1) is 5. This factor reflects the ability of ductile structures to absorb energy during an earthquake, thereby reducing the overall seismic response of the building. This value is used in the design of the lateral load resisting system for the structure.
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